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Calculatiom of stayed-buckle cable force for concrete-filled steel tubular arch bridge with long span in process of lifting

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成果类型:
期刊论文
作者:
Zhang, Ke-Bo*;Wang, Guo-Jun;Yan, Dong-Huang
通讯作者:
Zhang, Ke-Bo
作者机构:
[Zhang, Ke-Bo; Wang, Guo-Jun; Yan, Dong-Huang] Changsha Univ Sci & Technol, Coll Bridge & Struct Engn, Changsha 410076, Peoples R China.
通讯机构:
[Zhang, Ke-Bo] C
Changsha Univ Sci & Technol, Coll Bridge & Struct Engn, Changsha 410076, Peoples R China.
语种:
英文
关键词:
CFST;arch bridge;stayed-buckle cable force;cable-stayed
期刊:
Advances in Structural Engineering:Theory and Applications Vols 1 and 2
年:
2006
页码:
2100-2105
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
Calculation of stayed-buckle cable force is thought as an important content in the raw support cable hoisting method in the construction of CFSTAB. The tensile force of stayed-buckle cable, determined by the project of construction in construction phase, guarantees CFST arch bridge with empty steel tube in fall state to satisfy the designed requirement. Based on the existing algorithm, through ascertaining the influence matrix of the tensile force in the construction of oblique pulling rope, the optimization stayed-buckle cable force is calculated in each hoisting stage of arch rib hoisting co...

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